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Permit #2025021374
Permit Details
Status: COED
| Parcel Id: 07-11-31-7033-00080-0020 |
| CONDITIONED SPACE: 1809 sqft |
| GARAGE: 406 sqft |
| OPENED PORCH (WITH ROOF) : 33 sqft |
| Total Square Footage: 2248 sqft |
| Block: 00080 |
| Subdivision: - |
| Job Phone: 239-571-5325 |
| Location Address: 12 REINDEER LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 03/05/2025 |
| NOC: RECORDED |
| Applicant name: RYAN SCOTT DAVIS |
| Owner: SYNERGY HOMES LLC |
|
Address 581 NW MERCANTILE PLACE 106 PORT SAINT LUCIE, FL 34986 |
| Lot: 0020 |
| Contracted Stated Job Value: ¤200,000.00 |
| Job Description: Single Family Residence |
| Type: CN |
Contractor
SYNERGY HOMES, LLC
| Status | Location Address | State License Number |
| ACTIVE |
1 HARGROVE GRADE, SUITE B1 PALM COAST, FL 32137 |
CBC1254289 (Exp: 08/31/2026) |
Sub Contractors
TERRY BRICE DICKERSON
| Status | Location Address | State License Number | Phone |
| ACTIVE |
4300 ST JOHN'S PARKWAY ALPHARETTA, GA 30009 |
CCC1326209 (Exp: 08/31/2026) | 407-548-6733 |
HEATH EDWARD SANFORD
| Status | Location Address | State License Number | Phone |
| ACTIVE |
126 EAST END RD SAN MATEO, FL 32187 |
CFC1429896 (Exp: 08/31/2026) | 386-871-8823 |
WILLIAM FRANK DUDLEY JR.
| Status | Location Address | State License Number | Phone |
| ACTIVE |
P.O. BOX 978 Bunnell, FL 32110 |
EC0003177 (Exp: 08/31/2026) | (386)437-3068 |
MICHAEL FRANK MORELLO
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
2 HARGROVE GRADE PALM COAST, FL 32164 |
CAC1819466 (Exp: 08/31/2026) | 386-445-5023 | 386-446-4614 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW- PROJECT STATUS | 08/04/2025 | CANCELLED BY INSPECTOR | GBERTOLA |
| ROW- PROJECT STATUS | 07/29/2025 | Status Check | EMADISON |
| Note: ** 07/29/25 LEFT SIDE BERM IN AREA OF FENCE BERM FLATENS OUT NEEDS TO RAISE IN AREA WHERE THE PINK PAINT WAS SPRAYED APROXIMATELY A 6 FT LONG SPOT . ** ON BOTH SIDES OF THE FENCE NEED TO OPEN (REMOVE THE DIRT) OUT OF THE INSIDE SWALE DRAINAGE THAT GOES BENEATH THE FENCE ** AREA ACROSS LEFT REAR NEED TO BUILD UP BERM SO THAT THE TOP OF BERM IS .30 HIGHER THAN THE BOTTOM OF BERM, FROM LEFT REAR CORNER OUT APPROXIMATELY 20 FT WHERE AREA WHERE SOME WORK WAS ALREADY DONE ** LEFT SIDE AND RIGHT SIDE AT CULVERT PIPE BUILDER NEEDS TO CREATE A 2:1 SLOPE AT BOTH CULVERT ENDS _______________________________________________________________________________________________________________ During a recent meeting at the construction site with the inspectors, it was noted that the berm on the left side of the house has disappeared, which is now impacting the homeowner at property 10 due to stormwater issues. The builder has been tasked with reestablishing the berm and adding a swale on the inside to manage the stormwater flow effectively. Also, the front swale on the left side facing the house is too high, which stops the flow of stormwater. Thank you. | |||
| ROW- PROJECT STATUS | 07/22/2025 | Status Check | TPOLACEK |
| Note: *** NOTES ADDED BY GBERTOLA 7/29/2025 8:16:31 AM *** During a recent meeting at the construction site with the inspectors, it was noted that the berm on the left side of the house has disappeared, which is now impacting the homeowner at property 10 due to stormwater issues. The builder has been tasked with reestablishing the berm and adding a swale on the inside to effectively manage the stormwater flow. 07/28/25 TPOLACEK** CHECKED SITE CONDITIONS AND BUILDER HAS NOT MADE CORRECTIONS AT THIS TIME. BUILDER HAS 1 WEEK TO MAKE CORRECTIONS | |||
| U -UTILITY RESIDENTIAL FINAL | 06/25/2025 | FINAL APPROVED | LFITZGERALD |
| Note: Inspector Notes from Inspection 9035 no irr-no cc | |||
| ROW - FINAL APRON (AFTER POUR) | 06/24/2025 | APPROVED | TPOLACEK |
| Note: AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 06/24/2025 | APPROVED | TPOLACEK |
| Note: 6/23/2025 - PREVIOUS INSPECTION NOTES 06/23/25 TPOLACEK*** DRIVEWAY CULVERT IS STILL SHOWING MORE THAN THE ALLOWED .10 +/- FROM THE SWALE PLAN DETAIL. 1 The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 Sec.300.01 B3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in the direction of the drainage flow 6/17/2025 - PREVIOUS INSPECTION NOTES 06/17/25 TPOLACEK** FINAL SURVEY INDICATES RIGHT SIDE OF CULVERT IS OUT OF TOLERENCE, BACK YARD DRAINAGE WILL NEGATIVELY IMPACT ADJOINING PROPOERTY TO THE REAR, LEFT SIDE PROPERTY LINE DOES NOT HAVE THE REQUIRED .10 OF FALL EVERY 20'. SWALE PLAN 1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StorrnwaterEngineer). The finished swale elevation is with sod in place. 1 The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 Sec.300.01 B3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in the direction of the drainage flow 15 Negatively impact Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) Finished Floor Elevations (FFE):REAR YARD DRAINAGE Section 300.01 D(4) V-17 4) Positive fall is considered to be 0.10 of a foot every 20 feet | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 06/24/2025 | APPROVED | TPOLACEK |
| Note: UPON WALKING PROPERTY DRAINAGE WILL WORK AS INDICATED ON FINAL SURVEY. AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED | |||
| ROW - STORMWATER FINAL | 06/24/2025 | APPROVED | TPOLACEK |
| Note: AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 06/23/2025 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 06/23/25 TPOLACEK*** DRIVEWAY CULVERT IS STILL SHOWING MORE THAN THE ALLOWED .10 +/- FROM THE SWALE PLAN DETAIL. 1 The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 Sec.300.01 B3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in the direction of the drainage flow 6/17/2025 - PREVIOUS INSPECTION NOTES 06/17/25 TPOLACEK** FINAL SURVEY INDICATES RIGHT SIDE OF CULVERT IS OUT OF TOLERENCE, BACK YARD DRAINAGE WILL NEGATIVELY IMPACT ADJOINING PROPOERTY TO THE REAR, LEFT SIDE PROPERTY LINE DOES NOT HAVE THE REQUIRED .10 OF FALL EVERY 20'. SWALE PLAN 1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StorrnwaterEngineer). The finished swale elevation is with sod in place. 1 The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 Sec.300.01 B3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in the direction of the drainage flow 15 Negatively impact Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) Finished Floor Elevations (FFE):REAR YARD DRAINAGE Section 300.01 D(4) V-17 4) Positive fall is considered to be 0.10 of a foot every 20 feet | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 06/17/2025 | Disapproved - NO FEE | TPOLACEK |
| Note: 06/17/25 TPOLACEK** FINAL SURVEY INDICATES RIGHT SIDE OF CULVERT IS OUT OF TOLERENCE, BACK YARD DRAINAGE WILL NEGATIVELY IMPACT ADJOINING PROPOERTY TO THE REAR, LEFT SIDE PROPERTY LINE DOES NOT HAVE THE REQUIRED .10 OF FALL EVERY 20'. SWALE PLAN 1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StorrnwaterEngineer). The finished swale elevation is with sod in place. 1 The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 Sec.300.01 B3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in the direction of the drainage flow 15 Negatively impact Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) Finished Floor Elevations (FFE):REAR YARD DRAINAGE Section 300.01 D(4) V-17 4) Positive fall is considered to be 0.10 of a foot every 20 feet | |||
| BLD - BUILDING FINAL | 06/17/2025 | CANCELLED BY APPLICANT | WEB |
| Note: 6/13/2025 - PREVIOUS INSPECTION NOTES 6/13/25 1. Sewer cap is cut open 2. Missing weather stripping on entry doors (garage and front doors) FBC 402.5.1.1 3. No hot water FBCR P2722.2 4. Construction debris in garage 5. AH breaker size does not match unit NEC 440.4 6. Kitchen sink is missing joint blocking in between cabinet doors 7. No insulation certificate or blower door test 8. No address posted FBCR 319.1 | |||
| BLD - BUILDING FINAL | 06/17/2025 | APPROVED | CVANSTRAHLEN |
| Note: | |||
| BLD - BUILDING FINAL | 06/13/2025 | Disapproved -FEE REQUIRED | MCONTRYMAN |
| Note: 6/13/25 1. Sewer cap is cut open 2. Missing weather stripping on entry doors (garage and front doors) FBC 402.5.1.1 3. No hot water FBCR P2722.2 4. Construction debris in garage 5. AH breaker size does not match unit NEC 440.4 6. Kitchen sink is missing joint blocking in between cabinet doors 7. No insulation certificate or blower door test 8. No address posted FBCR 319.1 | |||
| GRAVITY SEWER TEST | 06/09/2025 | APPROVED | MGIBSON |
| Note: 6/3/2025 - PREVIOUS INSPECTION NOTES | |||
| SEWER TIE IN | 06/09/2025 | APPROVED | MGIBSON |
| Note: 6/3/2025 - PREVIOUS INSPECTION NOTES | |||
| ELECTRIC - EARLY POWER | 06/06/2025 | APPROVED | CVANSTRAHLEN |
| Note: | |||
| ROW- PRE-APRON (PRE-POUR) | 06/06/2025 | APPROVED | TPOLACEK |
| Note: AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS MAKE SURE TO USE 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. CONTRACTORS WILL BE NOTIFIED WHEN TICKETS WILL BE REQUIRED WITH AN EMAIL BLAST.THE FOLLOWING IS CURRENTLY FOR INFORMATION ONLY: TICKET OF CONCRETE MIX DESIGN SHALL BE UPLOADED INTO PERMIT PORTAL. 8.a. IF FIBERGLASS OPTION IS USED, DOCUMENTATION OF THE ( FRC) CONTAINING THE FIBERGLASS MUST BE ATTACHED TO THE PERMIT PRIOR TO REQUESTING AN AFTER-POUR INSPECTION. 8.b. IF MESH OPTION IS USED, IT SHALL BE IN PLACE AT THE TIME OF THE PRE-POUR. 6/4/2025 - PREVIOUS INSPECTION NOTES 06/04/25 TPOLACEK*** IT IS THE BUILDERS RESPOSIBILITY TO CHECK SITE PRIOR TO INSPECTION AND CANCEL INSPECTION IF SITE IS NOT READY. NOT READY FOR INSPECTION/REINSPECTIONS FEES. Sec. 900.09 F V-67 Sec. 900.09-F Permittee shall be charged an additional fee for each re-inspection required should permittee call for an inspection and NOT be prepared for the requested inspection. 6/2/2025 - PREVIOUS INSPECTION NOTES 06/02/25 TPOLACEK*** RECIEVED TEXT FROM CM ASKING TO CANCEL INSPECTION. ++++++++++++++++++++++++++++++++++++++++++++++++++ 5/29/2025 - PREVIOUS INSPECTION NOTES 05/29/25 TPOLACEK*** CANCELING PER CONVERSATION WITH CM Inspector Notes from Inspection 9470 ** 05/28/25 ALL CORRECTIONS MADE ** IT IS THE BUILDERS RESPONSIBILITY TO MAINTAIN THE DRAINAGE, SEDIMENT AND EROSION CONTROL OF THE JOB SITE THROUGH OUT THE PROJECT SO AS NOT TO HAVE A NEGATIVE IMPACT ON ANY ADJACENT PROPERTIES OR THE ROADWAY ______________________________________________________________________________________________________________________ Note to the inspector: Please inspect the front swale and check for any obstructions that may be preventing the proper flow of water.Per Gbertola | |||
| ROW- PRE-APRON (PRE-POUR) | 06/04/2025 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 06/04/25 TPOLACEK*** IT IS THE BUILDERS RESPOSIBILITY TO CHECK SITE PRIOR TO INSPECTION AND CANCEL INSPECTION IF SITE IS NOT READY. NOT READY FOR INSPECTION/REINSPECTIONS FEES. Sec. 900.09 F V-67 Sec. 900.09-F Permittee shall be charged an additional fee for each re-inspection required should permittee call for an inspection and NOT be prepared for the requested inspection. 6/2/2025 - PREVIOUS INSPECTION NOTES 06/02/25 TPOLACEK*** RECIEVED TEXT FROM CM ASKING TO CANCEL INSPECTION. ++++++++++++++++++++++++++++++++++++++++++++++++++ 5/29/2025 - PREVIOUS INSPECTION NOTES 05/29/25 TPOLACEK*** CANCELING PER CONVERSATION WITH CM Inspector Notes from Inspection 9470 ** 05/28/25 ALL CORRECTIONS MADE ** IT IS THE BUILDERS RESPONSIBILITY TO MAINTAIN THE DRAINAGE, SEDIMENT AND EROSION CONTROL OF THE JOB SITE THROUGH OUT THE PROJECT SO AS NOT TO HAVE A NEGATIVE IMPACT ON ANY ADJACENT PROPERTIES OR THE ROADWAY ______________________________________________________________________________________________________________________ Note to the inspector: Please inspect the front swale and check for any obstructions that may be preventing the proper flow of water.Per Gbertola | |||
| ELECTRIC - EARLY POWER | 06/03/2025 | CANCELLED BY APPLICANT | CVANSTRAHLEN |
| Note: cancelled by text | |||
| SEWER TIE IN | 06/03/2025 | CANCELLED BY APPLICANT | MGIBSON |
| GRAVITY SEWER TEST | 06/03/2025 | CANCELLED BY APPLICANT | MGIBSON |
| ROW- PROJECT STATUS | 06/03/2025 | Status Check | EMADISON |
| Note: ** DISCUSS WITH NEIGHBOR AT 10 REINDEER LN HIS CONCERNS THAT THAT 12 REINDEER LN WILL HOLD BACK WATER IN THE ROADSIDE SWALE. The final grade has not been completed at the time I was there however there has been some final grade and sod has already been set on most of the property except for the right side of the property from the right rear corner of the structure out to the edge of road. The elevation in the swale appears to raise as the swale is holding back water on the right side. I had explained to the resident from 10 Reindeer Ln that the final series of inspections will not be approved if theY show that the new construction property is restricting the flow of water. I also spoke with the construction site manager, who indicated they would make every attempt to ensure that the roadside swale with be graded correctly before prior to submitting a final survey. | |||
| ROW- PRE-APRON (PRE-POUR) | 06/02/2025 | CANCELLED BY APPLICANT | TPOLACEK |
| Note: 06/02/25 TPOLACEK*** RECIEVED TEXT FROM CM ASKING TO CANCEL INSPECTION. ++++++++++++++++++++++++++++++++++++++++++++++++++ 5/29/2025 - PREVIOUS INSPECTION NOTES 05/29/25 TPOLACEK*** CANCELING PER CONVERSATION WITH CM Inspector Notes from Inspection 9470 ** 05/28/25 ALL CORRECTIONS MADE ** IT IS THE BUILDERS RESPONSIBILITY TO MAINTAIN THE DRAINAGE, SEDIMENT AND EROSION CONTROL OF THE JOB SITE THROUGH OUT THE PROJECT SO AS NOT TO HAVE A NEGATIVE IMPACT ON ANY ADJACENT PROPERTIES OR THE ROADWAY ______________________________________________________________________________________________________________________ Note to the inspector: Please inspect the front swale and check for any obstructions that may be preventing the proper flow of water.Per Gbertola | |||
| ROW- PRE-APRON (PRE-POUR) | 05/29/2025 | CANCELLED BY APPLICANT | TPOLACEK |
| Note: 05/29/25 TPOLACEK*** CANCELING PER CONVERSATION WITH CM Inspector Notes from Inspection 9470 ** 05/28/25 ALL CORRECTIONS MADE ** IT IS THE BUILDERS RESPONSIBILITY TO MAINTAIN THE DRAINAGE, SEDIMENT AND EROSION CONTROL OF THE JOB SITE THROUGH OUT THE PROJECT SO AS NOT TO HAVE A NEGATIVE IMPACT ON ANY ADJACENT PROPERTIES OR THE ROADWAY ______________________________________________________________________________________________________________________ Note to the inspector: Please inspect the front swale and check for any obstructions that may be preventing the proper flow of water.Per Gbertola | |||
| ROW- PRE-APRON (PRE-POUR) | 05/28/2025 | CANCELLED BY APPLICANT | EMADISON |
| Note: ** CANCELLED BY CM (GRAYSON) SITE TOO WET | |||
| PEP TANK INSTALLATION REQUEST | 05/28/2025 | APPROVED | CBOWERMASTER |
| Note: 5/22/2025 8:16:24 AM- PREVIOUS INSPECTION NOTES stucco needs to be complete | |||
| ROW - DRAINAGE | 05/28/2025 | APPROVED - AS NOTED | EMADISON |
| Note: ** 05/28/25 ALL CORRECTIONS MADE ** IT IS THE BUILDERS RESPONSIBILITY TO MAINTAIN THE DRAINAGE, SEDIMENT AND EROSION CONTROL OF THE JOB SITE THROUGH OUT THE PROJECT SO AS NOT TO HAVE A NEGATIVE IMPACT ON ANY ADJACENT PROPERTIES OR THE ROADWAY ______________________________________________________________________________________________________________________ Note to the inspector: Please inspect the front swale and check for any obstructions that may be preventing the proper flow of water.Per Gbertola | |||
| PEP TANK INSTALLATION REQUEST | 05/21/2025 | Disapproved -FEE REQUIRED | CBOWERMASTER |
| Note: stucco needs to be complete | |||
| INSULATION | 05/20/2025 | APPROVED | CVANSTRAHLEN |
| U-CROSS CONNECTION | 05/20/2025 | APPROVED - AS NOTED | LFITZGERALD |
| Note: no irr-no cc | |||
| LATH/BRICK/ WATER BARRIER | 05/19/2025 | APPROVED | CVANSTRAHLEN |
| ALL ROUGH | 05/16/2025 | APPROVED | CVANSTRAHLEN |
| LATH/BRICK/ WATER BARRIER | 05/16/2025 | Disapproved - NO FEE | CVANSTRAHLEN |
| Note: nothing done | |||
| ROOF VALLEY & METAL | 05/12/2025 | APPROVED | CVANSTRAHLEN |
| ROOF VALLEY & METAL | 05/09/2025 | CANCELLED BY APPLICANT | WEB |
| WALL SHEATHING | 05/08/2025 | CANCELLED BY INSPECTOR | CVANSTRAHLEN |
| Note: do not need it | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 05/08/2025 | APPROVED | CVANSTRAHLEN |
| ROOF VALLEY & METAL | 05/08/2025 | CANCELLED BY APPLICANT | WEB |
| TIE BEAM / LINTEL | 05/01/2025 | APPROVED | CVANSTRAHLEN |
| MONOLITHIC SLAB | 04/23/2025 | APPROVED | MCONTRYMAN |
| PLUMBING 1ST ROUGH UNDERGROUND | 04/21/2025 | APPROVED | MGIBSON |
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 04/17/2025 | APPROVED | KSANDOE |
| FOUND SURVEY APPROVED (OFFICE) | 04/14/2025 | APPROVED | RRICKS |
| WATER METER INSTALLATION REQUEST | 04/01/2025 | APPROVED | CBOWERMASTER |
Review History
| Department | Status | Date In | Date Out |
| BLD | COMPLETE | 04/17/2025 | 04/17/2025 |
| Note: Released By: KENNETH SANDOE - - KSANDOE@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 04/11/2025 | 04/14/2025 |
| Note: Released By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 04/11/2025 | 04/11/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 02/27/2025 | 03/05/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 02/27/2025 | 03/05/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 02/27/2025 | 02/28/2025 |
| Note: Released By: REBECCA SANDERS - - RSANDERS@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 02/27/2025 | 03/03/2025 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 02/27/2025 | 02/27/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2326 - LSALYERDS@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 02/27/2025 | 03/04/2025 |
| LOCATE | COMPLETE | 02/27/2025 | 03/04/2025 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 02/27/2025 | 03/04/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 02/27/2025 | 02/28/2025 |
| Note: Released By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 02/27/2025 | 02/28/2025 |
| Note: Released By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 02/27/2025 | 03/05/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2326 - LSALYERDS@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| REINSPECTION RESIDENTIAL | ¤40.00 | 06/24/2025 |
| SW ENG - INSPECTION 20 | ¤20.00 | 06/24/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 06/24/2025 |
| UTILITY PEP REINSPECTION | ¤40.00 | 06/24/2025 |
| SEWER CREDIT | (¤1,466.00) | 03/05/2025 |
| SEWER INSPECTION | ¤25.00 | 03/05/2025 |
| SEWER CAPITAL FACILITY | ¤6,120.52 | 03/05/2025 |
| WATER CAPITAL FACILITY FEE | ¤4,351.14 | 03/05/2025 |
| SITE PLAN 30 | ¤30.00 | 03/05/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 03/05/2025 |
| SW ENG RES REVIEW 200 | ¤200.00 | 03/05/2025 |
| SW ENG INSPECTION 80 | ¤80.00 | 03/05/2025 |
| SW ENG PRE APRON | ¤30.00 | 03/05/2025 |
| WATER- TURN ON | ¤25.00 | 03/05/2025 |
| ADJUSTMENT 10% | (¤120.20) | 03/05/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 03/05/2025 |
| INSPECTION - RESIDENTIAL | ¤913.00 | 03/05/2025 |
| PLAN REVIEW - RESIDENTIAL | ¤258.96 | 03/05/2025 |
| CONNECTION FEES | ¤1,187.26 | 03/05/2025 |
| FC IMPACT FEE EMS | ¤62.00 | 03/05/2025 |
| IMPACT FEE FIRE | ¤434.51 | 03/05/2025 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 03/05/2025 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 03/05/2025 |
| IMPACT FEE PARKS | ¤1,828.01 | 03/05/2025 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 03/05/2025 |
| IMPACT FEE TRANSPORTATION | ¤1,916.00 | 03/05/2025 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 03/05/2025 |
| SURCHARGE FS 533.721 | ¤10.82 | 03/05/2025 |
| SURCHARGE - FS 468.631 | ¤16.23 | 03/05/2025 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 03/05/2025 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤22,063.25 |